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Home My WebLink About710074_Plan of Action_201810127 zo loAz+b -7)-7� PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 71-74 Facility Name JR Farm County: Pender Certified Operator Name: Jonathan Rivenbark Operator Number: 1002636 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current liquid level in the lagoon to the bottom of the spillway for lagoons with spillways. Lagoon Name/ID Spillway(Y or N): Level(inches): Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 JR1 JR2 N N 10 9 2. Check all applicable items Liquid level is within the designed structural freeboard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action is attached. Agronomic balance is within acceptable range. Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to be pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop information. Contact and secure approval from the DWQ prior to transfer of waste to a site not covered�in the facility's CAWMP Operation will be partially or fully depopulated. *Attach a complete schedule with corresponding animal units and dates fro depopulation *if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3. Earliest possible date to begin land application of waste: - Irrigation has begun I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of, my knowledge and ability, the information is accurate and correct. Greer Moore for: Randy Rivenbark / Jonathan Rivenbark Phone: Facility Owner/Manager (print) 910-471-9472 Jonathan Rivenbark Date: 10/12/2018 Facility Owner/Manager (signature) e II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: JR-1 line m = . 88.1 lb PAN 2. Structure ID: JR-2 line m = 188.0 lb PAN 3. Structure ID: line m = lb PAN 4. Structure ID: line m = lb PAN 5. Structure ID: line m = lb PAN 6 Structure ID: line m = lb PAN n.lines I+2+3+4+5+6= 276.1lbPAN III.' TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. o. tract # p. field # q. crop r. acres s. remaining IRR t. TOTAL PAN u. application window' 2 PAN balance BALANCE FOR (lb/acre) FIELD (lbs.) column r x s 1989 P1-12 WC 40.40 100.00 4040.0 9/1-4/30 JlC1lC UU I I C I 111.1Uf.J CI IU II I CIPY!IUCI LIUI1 UCI II, UI IICAI UIUP CAP P l IUCI LIUII Ut:: II II III Hy. UCUC IV C1VC111CIUI1= receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column t) = 4040.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line In from section II) = 276.1 lb. PAN PoA (30 Day) 2/21/00 x. Crop's,remaining PAN balance (line v from section III) = 4040.0 lb. PAN y. Overall PAN balance (w - x) _ -3764 lb. PAN Line y must show as. a deficit. If line y does not show as a deficit, list course of action here including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the receiving facility. JR #1 was 39" prior to Hurricane Florence, and 10" after storm. JR #2 was 39" prior to Hurricane Florence, and then 9" after the storm. Lagoon levels were reported to DWR-WiRO. PoA (30 Day) 2/21/00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1, Structure Name/Identifier (ID): JR-1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according'to marker 17.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 2.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 24300 ft2 e. line c/12 x line d x 7.48 gallons/ft3 30294 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 19048 ft3 h. current herd # 2600 certified herd # 2600 actual waste produced _ = current herd # x line g = 19048 ft' certified herd # i. volume of wash water according to structural design j. excess rainfall over evaporation according to design k. (lines h + i + j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 8/31/2018 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 0 ft3 14583 ft3 41927 gallons 1.22 Ibs/1000 gal. 88.1 Ibs. PAN PoA (30 Day)'2/21/00 a PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): JR-2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 9.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 10.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 35742 ftz e. line c/12 x line d x 7.48 gallons/fe 222792 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 19048 ft3 h. current herd # 2600 certified herd #1 2600 actual waste produced = current herd # x line g = 19048 ft' certified herd # 1. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 14583 Jft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 41927 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis, dated 8/31/2018 0.71 Ibs/1000 gal. m. ((lines e + k)/1000) x line 1 = 188.0 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00